A simply supported beam of 10 m span is carrying a load of 4.8 kN at mid span. If Young’s modulus of elasticity (E) is 2 × 108 kN/m2 and moment of inertia (I) is 20 cm4, then then maximum deflection will be

1
5.00 m
2
2.50 m
3
0.50 m
4
0.25 m

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